Loading...
HomeMy WebLinkAbout83-1432J 3mgz 0 mE� IRS.Q c. o cym �Oz wZ c 9t�5 Z��i jig [Jp o > c nmm �W� ¢ Y€m 3mE wz aJO � Qy�Q mcm O =� 6 Qi mo�m.E mx� d O S £ Occ ��2� m oON Z fou2 SEE1 y� J SOILTEST BENCHMARK NGVD: Nfl /L 1N ROAD tO.OZ DATE OF SOIL TEST 20 97 MINIMUM FROM CELLAR SOIL TEST DONE BY TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB OR CRAWL. SPACE CLEAN SAND WITNESSED BY L'r�« ELEV.MvrP p.O F/' a 2 z,2S 10 FT. MINIMUM a I6, s OBSERVATION HOLE 3 FLEW -m /F's ,vimvD CONCRETE LOAM AND SEED OBSERVATION HOLE 2 ELEV• /08 4 MIN. NCH AT S4"6G INCHES 4' SCHEDULE 40 PVC PIPE PERCOLATION RATE 6 "S MIN./INCH AT i INCHES PERCOLATION RATE MIN./ INCH MIN. PITCH 1/8' PER FT. 2' LAYER Of DEPTH HORIZ TEXTURE COLOR M07T. 1/8' TO 1/2' F_ L 212 WASHED STONE P , EL pLOG MAk 8L 20ONIU NOT TREQUIRED wOW• e CAST IRON PIPE fC r9.8 wx r &T,YaR, RgSECS. Y_ (OR EQUAL MINIMUM z 1 CU. FT. OF �. PITCH 1/4 PER FT. CONCRETE ZA1314L FJLrEEL/9_ rn � • ANCHOR FLOW UNE 10 o ELEV II /�' 8 -7MIN. 0' ELEV. i e JB,3S a o., o 0 0 2 /G. EL t4.7S2 8,b0 BGAFFASLE ELEV. /B.� 5� SU EIEV� /8,/O ` GG ELEV. a J N2D DISTRIBUTION ELEV. = LG CULrEC7- RECHARGER 330 L—._— BOX /6•0O WlT)! STONE IN AN z DEPTH HORS TEXTURE COLOR MOTT. OTHER /B� F1 Loom 3 2 utrA5E MArERrr`1L f// N/.,f +V/it rho AnprEJz IRL /L. ,. 30" � .F.ne Sand G O �A Jan y 2..fY SY/ a ' g0 /oY.P Loarn � .—.— C� Sand �o, y zsr EL /�S 2'i � .rendl v/3 yd5 ne�� Sz♦ Cr Lear y F.ne Sant a.rY � � _ �' —�_- — . 60- = r/rY— 2 •'TY Yes EL /3.S zd Yc z Cj ELd0 / zc` c � :20 -- --- r, - Ize+ G,F strrten.+-, /.fL C.f Fire Sn r)c� UOUID OUTLET �7-�' 4 FEET 14 INCHES — (TO BEG�LA.,nV ♦N Cry Fes) TO BE WATER TESTED 2'x 43 a 2' TRENCH FORMATION S NO WATER ENCOUNTERED AT ELEV. 5 FEET 19 INCHES 2000 GALLON IF MORE THAN ONE OUTLET WELL NA NO WATER ENCOUNTERED AT /3 ELEV. " "' 6 FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION `� ZONE 7-H0ZE °` � P>: /Z r- • � 2Z 7 FEET 29 INCHES SEPTIC TANK 3/4' TO 1 1/2• SYSTEM (SAS) AD.IU (bar Zr g FEET 34 INCHES }HASHED STONE gDJUS7 DESIGN CALCULATIONS LEGEND: NUMBER OF BEDROOMS (2 P2oP`U) 4 USGS PROBABLE WATER TABLE ELEV. s A EXISTING SPOT ELEVATION 0090 GARBAGE DISPOSAL UNIT NO EXISTING CONTOUR ----00---- TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE I�B��FWs� AeLE (M� E/ ) ELEV' -ELEV• e rO.^ CTx'�3) FFIINAL SPOCONT ELEVATION 00. ( 110 GAL/BR./DAY X'_ BR.) SD GAL/DAY xTO tA,1nllz)c SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY O00GAL St �/'G`��5��'�`�TS UTIUTY POLE -O- ACTUAL SIZE OF SEPTIC TANK '�,$� JZ EQ CIJE�L7 ��7u���/`� TOWN WATER —W"R'�W SOIL CLASSIFICATION�MIN./IN. O J' CATCH BASIN (0% DEIGN PERCOLATION RATE GO GAL/DAY/S.F. 0 W/l•=gz OF LOT 04 fLpT2S GAS UNE CCEFFLUENT LOADING RATE N, v LEACHING AREA (r 2 x q3 ) +� rx2� 73G SQ. FT. CESSPOOLT C.P.0 LEACHING CAPACITY AREA X RATE) 49/•6 GAL/DAY pQ01 7SED 0 l,�g(73G x • La)441.4 GAL AY y 43- N RESERVE LEACHING CAPACITY /D ,�• pwEt[J G , boa, _. I NOTES AIA /,L SCT Gr• f 1 `1„i �' ; � __ p , _-_ _ �JQ - .ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. L F_ V, PO,OZ NGVD' f "1 "- f ' -' i TITLE 5 AND THE TOWN OF J'�Rn o oSALJrH RULES AND r Q -_ { 1 2 ALLCOVERS FOR THE SUBSURFACE DISPOSAL OF SEWAGE / %G t `s - - .I — /Orq ; /1 To Qt: vV0 VFN COVERS TO SANITARY NITS SHALL BE BROUGHT TO f c. fa<� ti- r ♦ �� JLOVND ♦VG TREES c t _,.. Lt�c.a/cr,rcH cr)_. / w/� < Er/sr� /% IN F FINISHED GRADE „7� / / 3 WWITHSTANDINGNH-10TS FLOADINGTHE N UNLESS 7ITAR�I1 ARE TEM UNDER OR WITHIL BE CAPABLE N 4 coy 1 <E C C 1 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE �j`y' _ -� i� jjQA/"/� P1GFS USED UNDER OR WITH IN 10 FT. OF DRIVES OR PARKING AREAS / S fi T BRING S TO E SH �� ' v ANY MASONARY ALL 12 ESF_ R S E SA,S. _ "' -'" � I � �_- �� J r /1�r � 4• SE MORTARED INUPLACE.SED 0 B COVER GRAD L �% / 2p +iP I'� �"� S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH Fr}CE pf S�r� T M� /t�sff DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO ALK } _ - .. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. a" T 1 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 4 'wrDF j M EFr N ► } I G }, W fiTEIL IS TO CALL 'DIG -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS C`4 S, 2 2 N1 S L (N G VI;) PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 I SITE CONDITIONS PRIOR TO COMMENCIN WORK OJ! SITE ,SEE NOTE /0 4.fi. /r/*+rr L' +�y1 i EDGE_ of L7�oor 8. PARCEL IS IN FLOOD ZONE G S J2G rAS PARCEL Z 241 y ( _51 PKED HflYD,09 E I / 9. LOT IS SHOWN ON ASSESSORS MAP X X \�C �C X x x x X x X x, y .� ,Y pp r?DER NG VEGE RTE f : �i�x. \,- y✓, %,�ltT1=•% F"A.Q$/C -�-- ___._____.. _ t 1Q CiIUVrTiY Z4LE NiATER1AL.C�+64�.0-30�TN �.�� I 3 i % � Po¢CN wE7`,LAlVD G.//",r PER sr'ALL •RSE RLFMOVED FROM. UN' 2 FND i02 �•1- i � 'r ZX \ /3�L3 SNE2MAN �OOOriOG !a ,v11NrF+vne or s'631L AQCUAlD P2rrNl+--y?r,MD ESE2lonf SYSTEM. L7NP f o ROP�yED \�_ kvE Sort AHSORP: jL�P4ACer WITfi CLEAry frS-SPPGJF/F'a, r��� /I /Or ' L 6, Td QE7oppFD N11 / )rtNTfLF.r 3/0 CMR /S.zSS:<3). ` M„r PROPOS�A DECk I '' rlcnO ct+rP �, \ �I o A C >�c7R Is ro conrTr G T rtr D�3/c u 1/ a j _FAM14Y r` i rl. 1 vy/R.rEP R. e -H roR? r�/�s+�crioii of ;,, D1♦/El tlNGt Ex c nvnrlo.v of rrRE u♦vsvrrr:t cF t SEPTIC I MnTERJeld �R1oR Ta F/t< GACC/7�n/� "WA Lx 011` l3 r'Lo�N 12' i ;1 FRGS r.ALL REQr� BOARD OF HEALTH >-a�>✓nA�-�bN nes/ d } APPROVED. r 22,3SOsf = I 1 l ' i-�• l t:' + r t l C. 24 98 DATE AGENT 12' ,,,', 20 I s ✓ _” �o� �«oN t - PROPOSE - et SEPTIC DESIGN N t3 �66 �� �•N �a FOR '. I�. P L CDN CTED To 1 r•cf t e�S 4 v1 kA C -OKE i 1 /o9r L OCtIS PROJECT LOCATION I co 24 l OOXO UT ROA D �i ARIA 0UT`N POE MASS 0 CRAIG R SHDRT t8 -+ 11 0 llt C 1 h ) Mn+srerrS PROFESSIONAL' ENGINEER !J1 a 508 P.O. BOX 1044 U SOUTH DENNIS, MASS' SSn 02660 398-8311Nw SCALE CHuP.CN-' 1 4 ' -- r a v r f REVISED 123 9/ Job Uuraw34T. P£RCo4ICaM,/2i.497 . - - - ' NEW ellr"Y _C.J26 413 . E•Hou. 9>/sfsa SHEET 1 OF I LOCATION -MAP vy 01997 CRAIG R. SHORT, E LI AIOTif LA" Woe)S 0 lGINAdL _ .. . ,a DATE —j i . .Tan dY 7,y'yR �a UnrJU17A8(E /B� F1 Loom 3 2 MArERrr`1L LOcr•.Y Z..fj' „ ,. 30" � .F.ne Sand G Et /L.a Frnt /oY.P 4P, C� Sand 6/L EL /�S tod..-y sY yd5 ne�� SG CZ Fine Sand• � �3 ,Et io.S r Cj L eom :20 UOUID OUTLET �7-�' 4 FEET 14 INCHES — (TO BEG�LA.,nV ♦N Cry Fes) TO BE WATER TESTED 2'x 43 a 2' TRENCH FORMATION S NO WATER ENCOUNTERED AT ELEV. 5 FEET 19 INCHES 2000 GALLON IF MORE THAN ONE OUTLET WELL NA NO WATER ENCOUNTERED AT /3 ELEV. " "' 6 FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION `� ZONE 7-H0ZE °` � P>: /Z r- • � 2Z 7 FEET 29 INCHES SEPTIC TANK 3/4' TO 1 1/2• SYSTEM (SAS) AD.IU (bar Zr g FEET 34 INCHES }HASHED STONE gDJUS7 DESIGN CALCULATIONS LEGEND: NUMBER OF BEDROOMS (2 P2oP`U) 4 USGS PROBABLE WATER TABLE ELEV. s A EXISTING SPOT ELEVATION 0090 GARBAGE DISPOSAL UNIT NO EXISTING CONTOUR ----00---- TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE I�B��FWs� AeLE (M� E/ ) ELEV' -ELEV• e rO.^ CTx'�3) FFIINAL SPOCONT ELEVATION 00. ( 110 GAL/BR./DAY X'_ BR.) SD GAL/DAY xTO tA,1nllz)c SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY O00GAL St �/'G`��5��'�`�TS UTIUTY POLE -O- ACTUAL SIZE OF SEPTIC TANK '�,$� JZ EQ CIJE�L7 ��7u���/`� TOWN WATER —W"R'�W SOIL CLASSIFICATION�MIN./IN. O J' CATCH BASIN (0% DEIGN PERCOLATION RATE GO GAL/DAY/S.F. 0 W/l•=gz OF LOT 04 fLpT2S GAS UNE CCEFFLUENT LOADING RATE N, v LEACHING AREA (r 2 x q3 ) +� rx2� 73G SQ. FT. CESSPOOLT C.P.0 LEACHING CAPACITY AREA X RATE) 49/•6 GAL/DAY pQ01 7SED 0 l,�g(73G x • La)441.4 GAL AY y 43- N RESERVE LEACHING CAPACITY /D ,�• pwEt[J G , boa, _. I NOTES AIA /,L SCT Gr• f 1 `1„i �' ; � __ p , _-_ _ �JQ - .ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. L F_ V, PO,OZ NGVD' f "1 "- f ' -' i TITLE 5 AND THE TOWN OF J'�Rn o oSALJrH RULES AND r Q -_ { 1 2 ALLCOVERS FOR THE SUBSURFACE DISPOSAL OF SEWAGE / %G t `s - - .I — /Orq ; /1 To Qt: vV0 VFN COVERS TO SANITARY NITS SHALL BE BROUGHT TO f c. fa<� ti- r ♦ �� JLOVND ♦VG TREES c t _,.. Lt�c.a/cr,rcH cr)_. / w/� < Er/sr� /% IN F FINISHED GRADE „7� / / 3 WWITHSTANDINGNH-10TS FLOADINGTHE N UNLESS 7ITAR�I1 ARE TEM UNDER OR WITHIL BE CAPABLE N 4 coy 1 <E C C 1 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE �j`y' _ -� i� jjQA/"/� P1GFS USED UNDER OR WITH IN 10 FT. OF DRIVES OR PARKING AREAS / S fi T BRING S TO E SH �� ' v ANY MASONARY ALL 12 ESF_ R S E SA,S. _ "' -'" � I � �_- �� J r /1�r � 4• SE MORTARED INUPLACE.SED 0 B COVER GRAD L �% / 2p +iP I'� �"� S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH Fr}CE pf S�r� T M� /t�sff DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO ALK } _ - .. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. a" T 1 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 4 'wrDF j M EFr N ► } I G }, W fiTEIL IS TO CALL 'DIG -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS C`4 S, 2 2 N1 S L (N G VI;) PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 I SITE CONDITIONS PRIOR TO COMMENCIN WORK OJ! SITE ,SEE NOTE /0 4.fi. /r/*+rr L' +�y1 i EDGE_ of L7�oor 8. PARCEL IS IN FLOOD ZONE G S J2G rAS PARCEL Z 241 y ( _51 PKED HflYD,09 E I / 9. LOT IS SHOWN ON ASSESSORS MAP X X \�C �C X x x x X x X x, y .� ,Y pp r?DER NG VEGE RTE f : �i�x. \,- y✓, %,�ltT1=•% F"A.Q$/C -�-- ___._____.. _ t 1Q CiIUVrTiY Z4LE NiATER1AL.C�+64�.0-30�TN �.�� I 3 i % � Po¢CN wE7`,LAlVD G.//",r PER sr'ALL •RSE RLFMOVED FROM. UN' 2 FND i02 �•1- i � 'r ZX \ /3�L3 SNE2MAN �OOOriOG !a ,v11NrF+vne or s'631L AQCUAlD P2rrNl+--y?r,MD ESE2lonf SYSTEM. L7NP f o ROP�yED \�_ kvE Sort AHSORP: jL�P4ACer WITfi CLEAry frS-SPPGJF/F'a, r��� /I /Or ' L 6, Td QE7oppFD N11 / )rtNTfLF.r 3/0 CMR /S.zSS:<3). ` M„r PROPOS�A DECk I '' rlcnO ct+rP �, \ �I o A C >�c7R Is ro conrTr G T rtr D�3/c u 1/ a j _FAM14Y r` i rl. 1 vy/R.rEP R. e -H roR? r�/�s+�crioii of ;,, D1♦/El tlNGt Ex c nvnrlo.v of rrRE u♦vsvrrr:t cF t SEPTIC I MnTERJeld �R1oR Ta F/t< GACC/7�n/� "WA Lx 011` l3 r'Lo�N 12' i ;1 FRGS r.ALL REQr� BOARD OF HEALTH >-a�>✓nA�-�bN nes/ d } APPROVED. r 22,3SOsf = I 1 l ' i-�• l t:' + r t l C. 24 98 DATE AGENT 12' ,,,', 20 I s ✓ _” �o� �«oN t - PROPOSE - et SEPTIC DESIGN N t3 �66 �� �•N �a FOR '. I�. P L CDN CTED To 1 r•cf t e�S 4 v1 kA C -OKE i 1 /o9r L OCtIS PROJECT LOCATION I co 24 l OOXO UT ROA D �i ARIA 0UT`N POE MASS 0 CRAIG R SHDRT t8 -+ 11 0 llt C 1 h ) Mn+srerrS PROFESSIONAL' ENGINEER !J1 a 508 P.O. BOX 1044 U SOUTH DENNIS, MASS' SSn 02660 398-8311Nw SCALE CHuP.CN-' 1 4 ' -- r a v r f REVISED 123 9/ Job Uuraw34T. P£RCo4ICaM,/2i.497 . - - - ' NEW ellr"Y _C.J26 413 . E•Hou. 9>/sfsa SHEET 1 OF I LOCATION -MAP vy 01997 CRAIG R. SHORT, E LI AIOTif LA" Woe)S 0 lGINAdL _ .. . ,a DATE —j i . BENCHMARK N V.D ' "A JL /N /LOAD 20,02- MINIML TOP OF FOUNDATION M -M10 FT. MINIMUM FROM ELEV.� 2 2.25 10 f•T. MINIMUM NG VD CONCRETE COVERS —a V CAST IRON PIPE POITCHQ 1/4 PER MINIMUM PERFT. ELEV. ELEV. X O jjENC't-1 I+'SA2}C I .scres L v, PC,Oc' NGVi1 S— 2b �2ESER 5 E SlJ,S. r AJ2f•A � (� el ZABEL CELLAR 4• SCHEDULE 40 PVC PIPI MIN. PITCH 1/80 PER FT. IN. { yy • e LE'0�'L BAFFLE ELEV. = IS,.30 6• SU ELEV. - /0,lO 0 CLEAN SAND LOAM AND SEED 20 LAYER OF 1/8• TO 1/2• WASHED STONE 21.00 MA.Y, EL 200N.;, z o' ,.. O r O .O - d p -- I o 0 O0 0 .'� • ELI DISTRIBU II N /�2p BOX �`/.' L'�G CVLrC'cT RECNJaJ2cfR330 WITH STONE IN AN z T'REQUIRED NOW- T t t•E Lofz d�ERSF CU. FT. OF S, A • S, CONCRETE ANCHOR SOIL TEST DATE OF SOIL TEST2 O 7 SOIL TEST DONE BY L e Q, WITNESSED BY O r `e M% P y OBSERVATION HOLE 2 ELEV.= i�. s OBSERVATION HOLE 3 ELEV.= PrOM ATInN RATE S» 1jS MIN.ANCH AT Q6 — /INCHES PERCOLATION RATE 4 MIN./INCH AT S`J' 1 INCHES DEPTH HORIZ;TEXTURE TEXTURE COLOR MOTT.LG OTHER F,lJ•°h,grCRrALomy .San of 7S Y -R UNSU/rHS[f /corp/0 ElRORIZ a4', .rand z�r 4 3 Loamy 2•SY 414 d ,r Sandi Z4 Y yes £L ad, 60 Cz tocr� 1�Y n@r•C 5G Z .Snn a� /Z8 G s/fT L oar /SL Gd snc Sancl C3 L eo.•,q (TO 98EGz"CF N FIRM BASE) TO BE WATER TESTED j 2'x 43' .21 TRENCH FORMATION Z /O 8. 20 00 GALLON IF MORE THAN ONE OUTLET yWELL / / A No WATER ENCOUNTERED AT / 3 ELEV. = S. s NO WATER ENCOUNTERED AT ELEV. _ IESIES SEPTIC TANK (To BE PLACED ON FIRM BASE) SOIL ABSORPTION `a' `'� ZONE C 7-. Noor K 1 P>: aC, Cc 2z 3/4• TO 1 1/2• SYSTEM (SAS) INDEX 0-ar 2s T NOLO'" 4 PE2C. WASHED STONE i ADJUST LEGEND: DESIGN CALCULATIONS NUMBER OF BEDROOMS (2 PROP'D) "* OES/GN USGS PROBABLE WATER TABLE ELEV. _ 1 A EXISTING SPOT ELEVATION 00 0 GARBAGE DISPOSAL UNIT No SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. ' g EXISTING CONTOUR ----00--- _ P TOTAL ESTIMATED FLOW NOT TO SCALE ppr7vM o SutTgLi�e MAr1 e,nt ElEV. /G•� LrH 3} FINAL SPOT ELEVATION 00. !t 4 O GAL/DAY FINAL CONTOUR REQUIRED GAL/BR./DAY AN X _ BR.) /So GALS SOIL TEST LOCATION ® REQUIRED SIZE TANK CAPACITY P000 GAL ---- jrS U T Vf1, L $L OPG' �fISEi++�rvT UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK SOIL CLASSIFICATION DESIGN PERCOLATION RATE - O� V J E L1 II i 1�/ En/ TOWCATN WATER —W ASIN®�WJ - 40 GAL AY S F �, % CWN.E'T2. OF 40 T 24. f LoT 2j' GAS LINE EFFLUENT LOADING RATE , s N / Q / C•� LEACHING AREA (t 2'x q3 ) +� /o x 2') L SQ. FT. CLEAN OUT f I CESSPOOL C.P. Q LEACHING CAPACITY AREA X RATE) `I4 6 GAL/DAY { I r r �J o �bLP45 734-x,60) e G awPOSED RESERVE LEACHING CAPACITY �/ GAL/DAY 4 + NOTES: 1. WORKMAN AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF >�Rr"ot/TN RULES AND /%� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 1 PA774 To C e WO V/FN 2, ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO c s"` ` 1 ,• / J G LES WITHIN 6. OF FINISHED GRADE. {—Zf/1Cr!fCATC/N COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF t 'N er.'. TED 7'P__PL061 sfi 3 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN CC .N -`E` _� �Pfj/N, P/PE•S _ _i- y 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 4.c _ _ f - _ — - , I USED UNDER OR WITHIN 10 FT. OF DRIVES ER PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL / k> ' s�Lrf3 2SH p •i c L— BE DETERMINATION IN PUCE � ' t 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 3r� s J E�cF Of s�r� r �r/rrs/ j APPLICANT IS TO I y — DEEDED OR :ZONING REGULATIONS OWNER / - 't< 1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 111 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ro { jl IS TO CALL •DIG -SAFE• AT 1-800-322-4844 AT LEAST 72 HOURS ry Ndr: 2 �• MSL (N G V D) PRIOR TO COMMENCING WORK ON SITE. !•' �' ' 1 1 1 ^�1 1�L Ff 't% I 1, I 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS . WELL AS jJ{ 1 tl, rT .% SITE CONDITIONS PRIOR TO COMMENCING WORKN SITE \ �(X } X X X X f X X XI l/ S%Ao'nTn HfiYDA S 1 ¢DGG ©F Li/Zorr S. PARCEL IS IN FLOOD ZONE C H EL 11 2�C4� 24J� i' t' 9. LOT IS SHOWN ON ASSESSORS MAP /24 AS PARCEL Fs/t/c ll ©OAF R 1NG VEGE Tf1TEA to vNsv,TAcE t Arte�s�t to «co" ni �Z� v-3o"Tn`3) wE-%L-A1VD ..L�JN}IT PF St.'Fi.LL T3E REMOYCD F20M UNT.F12 I�NIJ POtI of }� �— k � � }I 1303 SNERMAN 000040G /� M,ytr+ /nr, ov .r'a�L <lnouvv �rzt/ vsLv r�v P PROPc75Ep - Y ESERvP So1L pDsoRP;tc•, 4xx- .0 <tnix -2 , M„r. P20POS�DBF,7bPpf'D N I /' REPLACED .WJTN CLEAN S<7.vn Fi3 JPt_C/,�/Fn W r✓ca>7 C/t/P.. ` I �/ 1N ?'tTLaE 5 .? JO CMR /S.2SS':(� N 1 .FA1^ ILY DECk JJ, c0IV rgopC tap, ,s ro Co,vTfiGT -r” v, DFSJcu Ie) SEPT/C DWELCl/uGr I2kt4' i "1 > vs-e/I I , ��rt�in�tr2 FoR ��vSr�cTio.v of 7-�� Tf1NK J- Z--=— `v,w4Lx0Ur l3rtoW / i FRO S-7, W441. REQ:D FOV/✓DAT/oN DESIGN {', D: BOARD OF HEALTH V z l 8X07HE;e� .Cor zd $:si r APPROVE 4 E 22,3SoJf " f DATE _ AGENT 62¢98 Goa C -6Z [ CA/ Fnr/,. ��T�Jy a�nS,A, w - 1 =OPOSEI SEPTIC DESIGN �q 0 r S To v E r 4 CONNECTED TO :EOGr, veS on'- q � FOR �PrE`I ITi 0l . PROJECT LOCATION / �a��s 1.07 P-4 IooKoUT ROAD.- _ _ �i AR o LITH PORT MASS CRAIG R.SHORT O It1 C ( ti 1 rOM PROFESSIONAL ENGINEER ; �t r v v Mo„rrws P.O. BOX 1044 J h / 508- N� 398-8311 SOUTH DENNIS, MASS 02660 SCALE . vTE L 4R JOB N0. T R OREVISED 12J3/ 9 7 I� ` PER COSI CcM )?//8 /5 7 _ l FH6VSOF J r 9//8 98 SHEET LOCATION MAP R:Y NGT'=LAN W41t f ILS AOel+' (OR GJ} F . Q ,97 CRAIG R: SNORT. P.E. DATE DATE - I - TEXTURE COLOR MOTT. OTHER .San of 7S Y -R UNSU/rHS[f /corp/0 ElRORIZ Y"2 Sandi 6�8 £L /4S• Lec.rry 1�Y n@r•C 5G Z .Snn a� .EL ♦O.S � C3 L eo.•,q 120 (TO 98EGz"CF N FIRM BASE) TO BE WATER TESTED j 2'x 43' .21 TRENCH FORMATION Z /O 8. 20 00 GALLON IF MORE THAN ONE OUTLET yWELL / / A No WATER ENCOUNTERED AT / 3 ELEV. = S. s NO WATER ENCOUNTERED AT ELEV. _ IESIES SEPTIC TANK (To BE PLACED ON FIRM BASE) SOIL ABSORPTION `a' `'� ZONE C 7-. Noor K 1 P>: aC, Cc 2z 3/4• TO 1 1/2• SYSTEM (SAS) INDEX 0-ar 2s T NOLO'" 4 PE2C. WASHED STONE i ADJUST LEGEND: DESIGN CALCULATIONS NUMBER OF BEDROOMS (2 PROP'D) "* OES/GN USGS PROBABLE WATER TABLE ELEV. _ 1 A EXISTING SPOT ELEVATION 00 0 GARBAGE DISPOSAL UNIT No SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. ' g EXISTING CONTOUR ----00--- _ P TOTAL ESTIMATED FLOW NOT TO SCALE ppr7vM o SutTgLi�e MAr1 e,nt ElEV. /G•� LrH 3} FINAL SPOT ELEVATION 00. !t 4 O GAL/DAY FINAL CONTOUR REQUIRED GAL/BR./DAY AN X _ BR.) /So GALS SOIL TEST LOCATION ® REQUIRED SIZE TANK CAPACITY P000 GAL ---- jrS U T Vf1, L $L OPG' �fISEi++�rvT UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK SOIL CLASSIFICATION DESIGN PERCOLATION RATE - O� V J E L1 II i 1�/ En/ TOWCATN WATER —W ASIN®�WJ - 40 GAL AY S F �, % CWN.E'T2. OF 40 T 24. f LoT 2j' GAS LINE EFFLUENT LOADING RATE , s N / Q / C•� LEACHING AREA (t 2'x q3 ) +� /o x 2') L SQ. FT. CLEAN OUT f I CESSPOOL C.P. Q LEACHING CAPACITY AREA X RATE) `I4 6 GAL/DAY { I r r �J o �bLP45 734-x,60) e G awPOSED RESERVE LEACHING CAPACITY �/ GAL/DAY 4 + NOTES: 1. WORKMAN AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF >�Rr"ot/TN RULES AND /%� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 1 PA774 To C e WO V/FN 2, ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO c s"` ` 1 ,• / J G LES WITHIN 6. OF FINISHED GRADE. {—Zf/1Cr!fCATC/N COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF t 'N er.'. TED 7'P__PL061 sfi 3 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN CC .N -`E` _� �Pfj/N, P/PE•S _ _i- y 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 4.c _ _ f - _ — - , I USED UNDER OR WITHIN 10 FT. OF DRIVES ER PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL / k> ' s�Lrf3 2SH p •i c L— BE DETERMINATION IN PUCE � ' t 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 3r� s J E�cF Of s�r� r �r/rrs/ j APPLICANT IS TO I y — DEEDED OR :ZONING REGULATIONS OWNER / - 't< 1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 111 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ro { jl IS TO CALL •DIG -SAFE• AT 1-800-322-4844 AT LEAST 72 HOURS ry Ndr: 2 �• MSL (N G V D) PRIOR TO COMMENCING WORK ON SITE. !•' �' ' 1 1 1 ^�1 1�L Ff 't% I 1, I 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS . WELL AS jJ{ 1 tl, rT .% SITE CONDITIONS PRIOR TO COMMENCING WORKN SITE \ �(X } X X X X f X X XI l/ S%Ao'nTn HfiYDA S 1 ¢DGG ©F Li/Zorr S. PARCEL IS IN FLOOD ZONE C H EL 11 2�C4� 24J� i' t' 9. LOT IS SHOWN ON ASSESSORS MAP /24 AS PARCEL Fs/t/c ll ©OAF R 1NG VEGE Tf1TEA to vNsv,TAcE t Arte�s�t to «co" ni �Z� v-3o"Tn`3) wE-%L-A1VD ..L�JN}IT PF St.'Fi.LL T3E REMOYCD F20M UNT.F12 I�NIJ POtI of }� �— k � � }I 1303 SNERMAN 000040G /� M,ytr+ /nr, ov .r'a�L <lnouvv �rzt/ vsLv r�v P PROPc75Ep - Y ESERvP So1L pDsoRP;tc•, 4xx- .0 <tnix -2 , M„r. P20POS�DBF,7bPpf'D N I /' REPLACED .WJTN CLEAN S<7.vn Fi3 JPt_C/,�/Fn W r✓ca>7 C/t/P.. ` I �/ 1N ?'tTLaE 5 .? JO CMR /S.2SS':(� N 1 .FA1^ ILY DECk JJ, c0IV rgopC tap, ,s ro Co,vTfiGT -r” v, DFSJcu Ie) SEPT/C DWELCl/uGr I2kt4' i "1 > vs-e/I I , ��rt�in�tr2 FoR ��vSr�cTio.v of 7-�� Tf1NK J- Z--=— `v,w4Lx0Ur l3rtoW / i FRO S-7, W441. REQ:D FOV/✓DAT/oN DESIGN {', D: BOARD OF HEALTH V z l 8X07HE;e� .Cor zd $:si r APPROVE 4 E 22,3SoJf " f DATE _ AGENT 62¢98 Goa C -6Z [ CA/ Fnr/,. ��T�Jy a�nS,A, w - 1 =OPOSEI SEPTIC DESIGN �q 0 r S To v E r 4 CONNECTED TO :EOGr, veS on'- q � FOR �PrE`I ITi 0l . PROJECT LOCATION / �a��s 1.07 P-4 IooKoUT ROAD.- _ _ �i AR o LITH PORT MASS CRAIG R.SHORT O It1 C ( ti 1 rOM PROFESSIONAL ENGINEER ; �t r v v Mo„rrws P.O. BOX 1044 J h / 508- N� 398-8311 SOUTH DENNIS, MASS 02660 SCALE . vTE L 4R JOB N0. T R OREVISED 12J3/ 9 7 I� ` PER COSI CcM )?//8 /5 7 _ l FH6VSOF J r 9//8 98 SHEET LOCATION MAP R:Y NGT'=LAN W41t f ILS AOel+' (OR GJ} F . Q ,97 CRAIG R: SNORT. P.E. DATE DATE - I -